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0058 CALVES PASTURE LANE
5 Ca I ves ine LAM� t E n % x _e v. g x w r s x . . , r' N- r t ; _ s r r. , m&F r t i a ° 1� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel - Application # C�d Health Division Date Issued I2-'12-t3 Conservation Division Application Fee Planning Dept. Permit Fee k- Oct Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project StreeetAddress &ue_s Pis-Wnr! Lan f'. Village &M1?,bl - Owner Wow U'm& Jr. Address 57 a[�n PG�S urC 4-an e, Telephone t`T Permit Request S l Gl GC.7' �G S d� r0b -/v he, 117�b- �h Me hnowl, r v e�olz& S' , 10 S 1LLJ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain s Groundwater Overlay Project Valuation JI 500 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family l Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area�q.ft) Number of Baths: Full: existing new Half: existing ;dew Number of Bedrooms: existing _new . Total Room Count (not including baths): existing new First Floor Boom Court Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes: ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# Current Use E) Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name AkeTelephone Number Address 6W J_1, ft-br 4-k ,91W.2 OKM License # ©�IS��T �h� . /9 Q��� Home Improvement Contractor# AW572 Worker's Compensation # /,UFO,6D�dG 53d3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO�f�IJhA' SIGNATURE /� DATE ILZ5/13 I FOR OFFICIAL USE ONLY APPLICATION# _.DATE.ISSUED 0 MAP/PARCEL NO. C ADDRESS VILLAGE OWNER DATE OF INSPECTION: 9-1FOUNDAT:IONUPfif s FRAME a, A,INSULATION.n ' trA�L FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL i GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I i 23. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in their entirety and I acknowledge that I have YOU MAY CANCEL THIS CONTRACT AT ANY TIME received a complete copy of this Power Purchase PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY Agreement. AFTER THE DATE YOU SIGN THIS CONTRACT. SEE EXHIBIT 1, THE ATTACHED NOTICE OF -Owner's Name: Rand II Chase Jr CANCELLATION FORM FOR AN EXPLANATION OF 1 ` THIS RIGHT. 24.ADDITIONAL RIGHTS TO CANCEL. Signaturet_ IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO Date: CANCEL THIS PPA UNDER SECTIONS 6 AND 23, YOU MAY ALSO CANCEL THIS PPA AT NO COST AT ANY TIME PRIOR TO 5 P.M. OF THE 14T" CALENDAR DAY AFTER YOU SIGN THIS PPA. Co-Owner's Name (if any): Signature: Date: .xtfe, SolarCity Power Purcl$949 1RJ11 APPROVED Signature: ` LYNDON RIVE,CEO Date: (PPA)Power Purchase Agreement to_ Y Solar Power Purchase Agreement version 5.0 ©2008-2013 SolarCily Corporation.All Rights Reserved. ��r a Version#16.6 a•„ kk OF , q 3055 Clearview Way, San Mateo, CA 94402 �O'� AMIR y�iJf (888)-SOL-CITY (765-2489) I www.solarcity.com MASSAUMi T1 , CIVIL , No.5 555 October 7, 2013 cis t Project/Job#026145 RE: CERTIFICATION LETTER Digitally signed by Amir Massoumi Project: )r'Residence Date: 2013.10.07 17:48:30-04'00' 58 Calves Pasture Ln Barnstable, MA 02630 To Whom It May Concern, A jobsite survey of the existing framing system was performed by an audit team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes= MA Res.Code,8th Edition,ASCE 7-05,and 2005 NDS - - Risk Category = II -Wind Speed = 110 mph, Exposure Category C - Roof Dead Load = 11 psf(MPI) 15.5 psf(MP2-MP3-MP4) - Roof Live Load = 12 psf(MP1) 12 psf(MP2-MP3-MP4) -Ground Snow Load = 30 psf, Roof SL(PV Areas) =8.1 psf,Roof SL(non-PV Areas) = 13.2 psf Note: per IBC 1613.1; Seismic check is not required because Ss= 0.19138 < 0.4g and Seismic Design Category(SDC) = B< D On the above referenced project,the structural roof framing has been reviewed for loading from the PV system on the roof.The structural review only applies to the section(s)of the roof that directly supporting the PV system and its supporting elements.After this review it was determined that the existing structure is adequate to carry the PV system loading. I certify that the structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the MA Res. Code,8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely, Amir Massoumi, P.E. Civil Engineer Direct: 650.963.5611 email: amassoumi@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC;243771.CA CSL13 888104.GO EC 8041,CT HIC 0632778,OC HOC 71101496,DC HIS 71101468,HI CT-29770,MA HIC 16f3572.MO MH1C 128948.NJ 13VHCA"G8 6*0, OR CCS 1804911,PA 077343.Tx TALP.27006,WA GCL SOt.ARC'91407 0 2013 S1041CG1y AR ughts reserved. 10.07.2013 Page#2 pP.solarCoty 3055 Clearview Way, San Mateo, CA 94402 (888)-SOL-CITY (765-2489) i www.solarcity_com Jr Residence - Job # 026145 TABLE OF CONTENTS CONTENT Page# Certification Letter 1 Table Of Contents And 1/2-Mile Vicinity Map 2 Project Information, Mounting Structure &P V System Information .3 Calculation Of Design Wind Loads And Uplift Calculations 4 Calculation Of Roof Dead And Live Loads 5 Structural Framing Analysis 7 Note: per IBC 1613.1; Seismic check is not required because Ss = 0.19138 < 0.4g and Seismic Design Category(SDC) = B< D 1/2-MILE VICINITY MAP yF f SF l fkw e� I 58 Calves Pasture Ln, Barnstable, MA 02630 Latitude:41.709358,Longitude: -70.325214,Exposure Category:C \�as 10.07.2013 "ol; lafCuty SleekMountTM PV System Version# 6.3 G•ate Stru ctu ra I Design Software Page PROJECT INFORMATION Project Name_ J_r Residence AHJ: Barnstable Job Number:; 026145 Building Code: MA Res.Code,8th Edition Customer Name - -Jr, Randall Chase Based On: `IRC 2009/IBC_2_0_09 Address:! 58 Calves Pasture Ln ASCE Code: ASCE 7-05 City/State: Barnstable, M_A Risk Category- II Zip Code', 02630 Upgrades Req'd? No Latitude]Longitude j 41.709358 70.325214�'� Stamp Req'd? Ye_s SC Office:) Marlborough _ PV Designer: Justin Martin Calculations: Srihari Ra havan P.E. EOR: Amir Massoumi P.E. MOUNTING STRUCTURE & P V SYSTEM INFORMATION Mounting Plane Information Roofing Material _ Comp Roof Tile-Reveal -_SM_Span,Only_ NA Standin Seam spacing SM Seam Only NA Roof Slope 450 Rafter Spacing 16"O.C. PV Assembly Information PV System Type SolarCity SleekMountT"' PV System Module Orientation Landscape and Portrait Tile Attachment System Tile Roofs Only NA Tile Spanner Bar Direction_ _SM,Span Only_ NA Spanning Vents No Standoff_(Attachment Hardware) _ _- Como Mount Tyoe C - _ _. - Minimum Eave End Setback 12" Minimum Ridge Setback 12" PV System Weight PV Module Weight(psf) 2.5 psf Hardware Assembly Wei ht s 0.5T sf PV System Wei ht s 3 psf CALCULATION OF DESIGN WIND LOADS Page#4 Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method - -- _ Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6_418/C/D-14A/B : Mean,_Rock,f Height. „-, h , 25 ft I Section 6.2___., Effective Roof Slope 450 Effective Rafter Spacing, 16"O.C._ Effective Wind Area 1 Module A 17.6 sf IBC 1509.7.1 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3_ Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor 1 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient(Up) GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GC D..n 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh(GCP) Equation 6-22 Wind Pressure Up p° -23.7 psf Wind Pressure Down p aoW„ 21.8 psf ALLOWABLE STANDOFF SPACINGS �'� X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max_Allowable Cantilever Landscape �'24" NA .�..�_ ._.__-. Standoff Confi uration Landsca a Staggered Max Standoff Tributary Area ____ Trib 17 sf PV Assembly Dead Load W-PV 3 psf Net Wind.Uplift at_Stando-ff_ _ _T-actual Uplift Capacity of Standoff T-allow _ 637 Ibs Standoff Demand/Capacity �. DCR ' '- _ 60.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" _ 65" Max Allowable Cantilever_ Portrait ���: 21" �`� '�_N_A_ Standoff Confi uration Portrait Staggered Max Standoff Trib-u-tary.Area_ Trib PV Assembly Dead Load W-PV _ 3 psf Net Wind Uplift at Standoff__._ W _ T-actual__ __ _.__ _. _—- _ =485 Ibs Uplift Capacity of Standoff T-allow 637 Ibs Standoff Demand/Capacity-_�' DCR - �' �__ 76.1%' Page#5 CALCULATION OF ROOF DEAD AND LIVE LOADS - MPi � Y Roof Dead Load Material Load Roof Category Description MIDI Roofing Type � `- _ ` Comp Roof 5_.0,psf Roof Number of Layers 2 Underlayment, ni Paper 0.5 psf Plywood Sheathing .- --- _ Yes 1.5 psf Board Sheathing - ` None_ __- O.O,psf Rafter Size and Spacing 2 x 10 @_ 16 in.O.C. 2.9 psf__ Vaultgd,Ceiling No OA psf Miscellaneous Miscellaneous Items 1.1 psf Total Roof Dead Load 11 psf MPi 11.0 psf Reduced Roof Live Load Symbol Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope 12/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction _..Rz_ _0.6 Section 4.9 Reduced Roof Live Load Lr 4=to(Ri)(Rz) Equation 4-2 Reduced Roof Live Load Lr 12 psf MPi 12.0 psf CALCULATION OF ROOF DEAD AND LIVE LOADS - MP2-MP3-MP4 Page#6{ Roof Dead Load Material Load Roof Category Description MP2-MP3-MP4 Roofing.Material - Comp Roof __ 5.0 psf- Number of Layers 2 Und'erlay_ment—__ _ Roofing Papery_ 0.5 psf_ Plywood Sheathing Yes 1.5 psf Board Sheathing a None 0.0.psf' — - -- --- _ _ Rafter Size and Spacing_ 2 x 10 @ 16 in.O.C. 2.9 psf Vaulted Ceiling_--- -__ Yes _ 4.2,psf Miscellaneous Miscellaneous Items 1.4 psf Total Roof Dead Load 15.5 psf MP2-MP3-MP4 15.5 psf Reduced Roof Live Load Symbol Value ASCE 7-05 Roof Live Load L. 20.0 psf Table 4-1 Member Tributary Area At - - < 200 sf Roof Slope _ Tributary Area Reduction Rl- Section 4.9 Sloped Roof Reduction R2 �0.6 _ Section 4.9 Reduced Roof Live Load Lr Lr= Lo (RI) (R2)' Equation 4-2 Reduced Roof Live Load Lr 12 psf MP2-MP3-MP4 12.0 psf CALCULATIONPage#6 OF ROOF SNOW LOADS #6 ASCE Design Roof Snow Load Criteria Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed?_ Yes _ Effective Roof Slope _ _ _ 450 Horiz. Distance_from Eve to Ridge.,,,W 27.8 W Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor C Partially Exposed p e 1.0 Table 7-2 Snow Thermal Factor Ct All structures except as indicated otherwise Table 7-3 1.0 Minimum Flat Roof Snow Load(w% pf-min 21.0 psf 7.3.4&7.10 Rain-on-Snow Surcharge) _. Flat Roof Snow Load Pf pf= 0.7(Ce)(Ct)(I)pg; pf>_ pf-min Eq: 7.3-1 21.0. sf 70% ASCE Design Sloped RoR Snow Load Over Surroundinq Roo Surface Condition of Surrounding All Other Surfaces Roof CS-roof 0.6 Figure 7-2 Design Roof Snow Load Over PS-.of=(Cs-MA Pf ASCE Eq:7.4-1 Surroundin Roof PS.00f 13.2 psf 44% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules C Unobstructed Slippery Surfaces S_P" 0.4 Figure 7-2 Design Snow Load Over PV PS-PV= (CS•P")Pf ASCE Eq: 7.4-1 Modules PS'P" 8.1 psf 27% i COMPANY PROJECT Woodworks® SO"WARE MR WOOD DESIGN � I Oct. 7, 2013 13:06 MP1.wwb Design Check Calculation Sheet WoodWorks Sizer 10.0 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit) tern Start End Start End Roof DL Dead Full Area No 11.00 (16.0) * psf PV DL Dead Full Area No 3.00 (16.0) * psf Snow Load Snow Full Area Yes 30.00 (16.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 13'-7.6" 0' 0'-9" 12'-4" Unfactored: Dead 133 117 Snow 262 232 Factored: Total 395 349 Bearing: F'theta 474 474 Capacity Joist 622 355 Supports 586 586 Anal/Des Joist 0.64 0.98 Support 0.67 0.60 Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.34** 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 625 "Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports "Minimum bearing length governed by the required width of the supporting member. Rafter @ MP1 Lumber-soft, S-P-F, No.1/No.2, 2x8 (1-1/2"x7.1/4") Supports:All-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16'V'c/c; Total length: 13'-7.6"; Pitch: 5/12; Lateral support:top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); F-1 I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1.wwb WoodWorks®Sizer 10.0 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 40 Fv' = 155 fv/Fv' = 0.26 Bending(+) fb = 917 Fb' = 1389 fb/Fb' = 0. 66 Bending(-) fb = 15 Fb' = 1378 fb/Fb' = 0.01 Deflection: Interior Live 0.28 = L/530 0.63 = L/240 0.45 Total 0.50 = L/302 0.84 = L/180 0.59 Cantil. Live -0.06 = L/166 0.08 = L/120 0.72 Total -0.10 = L/95 0.11 = L/90 0.95 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 . 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 4 Fb'- 875 1.15 1.00 1.00 0.992 1.200 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 323, V design = 291 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = 1004 lbs-ft Bending(-) : LC #2 = D+S, M = 17 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI `= 67e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.50 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1.WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. COMPANY PROJECT WoodWorks® SO"WARE fOR WOOD DES$CN Oct. 7, 2013 13:16 MP2.wwb Design Check Calculation Sheet WoodWorks Sizer 10.0 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit, tern Start End Start End Roof DL Dead Full Area No 15.50 (24.0) * psf PV DL Dead Full Area No 3.00 (24.0) * psf Snow Load Snow Full Area Yes 30.00 (24.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : i YA 0.6" 0' 0'-91, 7'-3" Unfactored: Dead 210 170 Snow 241 196 Factored: Total 452 365 Bearing: F'theta 651 651 Capacity Joist 854 488 Supports 586 k586 Anal/Des joist 0.53 0.75 Support 0.77 0.62 Load comb #2 #4 Length 0.50* 0.50* Min req'd. 0.50* 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1:25 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports Rafter @ MP2-MP3 Lumber-soft, S-P-F, No.1/No.2, 2x8 (1-1/2"x7-1/4") Supports:All-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0"c/c; Total length: 10'-10.6"; Pitch: 12/12; Lateral support:top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); F-1 I WOodWorks@ Slzer SOFTWARE FOR WOOD DESIGN MP2.wwb WoodWorks®Sizer 10.0 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 31 Fv' = 155 fv/Fv' = 0.20 Bending(+) fb = 531 Fb' = 1389 fb/Fb' = 0.38 Bending(-) fb = 29 Fb' = 1374 fb/Fb' = 0.02 Deflection: Interior Live 0.07 = <L/999 0.46 = L/240 0.15 Total 0.16 = L/678 0.61 = L/180 0.27 Cantil. Live -0.03 = L/491 0.11 = L/120 0.24 Total -0.06 = L/216 0.14 = L/90 0.42 Additional Data: FACTORS: F./E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.0.0 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 4 Fb'- 875 1.15 1.00 1.00 0.990 1.200 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear LC #2 = D+S, V = 262, V design = 226 lbs Bending(+) : LC #4 = D+S .(pattern: sS) , M = 582 lbs-ft Bending(-) : LC #2 = D+S, M = 32 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 67e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.50 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support . as per NDS 3.10.3 Design Notes: 1.WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. COMPANY PROJECT WoodWorks® SOFFWAREFOR WOOD DESl6N Oct. 7, 2013 13:17 MP4.wwb Design Check Calculation Sheet WoodWorks Sizer 10.0 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Roof DL Dead Full Area No 15.50 (16.0) * psf PV DL Dead Full Area No 3.00 (16.0) * psf Snow Load Snow JFull Area Yes 30.00 (16.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 28'-8 V 0'0'-9" 6'-9" 19'-9" Unfactored: Dead 86 398 206 Snow 122 457 238 Factored: Total 208 855 444 Bearing: F'theta 643 643 643 Capacity Joist 844 1066 482 Supports 586 855 586 Anal/Des Joist 0.25 0.80 0.92 Support 0.35 1.00 0.76 Load comb #5 #8 #7 Length 0.50* 0.73 0.50* Min req'd 0.50* 0.73** 0.50* Cb 1.75 1.51 1.00 Cb min 1.75 1.51 1.00 Cb support 1.25 1.25 1.25 Fcp sup 625 625 625 *Miniimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports **Minimum bearing length governed by the required width of the supporting member. Rafter @ M134 Lumber-soft, S-P-F, No.1/No.2, 2x10 (1-1/2"x9-1/4") Supports:All-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0"c/c; Total length: 28'-8.8"; Pitch: 12/12; Lateral support:top=full, bottom=at supports; Repetitive factor: applied where permitted(refer to online help); WARNING: Member length exceeds typical stock length of 18.0[ft] F-1 I WoodWorks® Slzer SOFTWARE FOR WOOD DESIGN MP4.wwb WoodWorks®Sizer 10.0 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 Criterion Analysis Value Design Value Analysis/Design Shear fv = 41 Fv' = 155 fv/Fv' = 0.26 Bending(+) fb = 592 Fb' = 1273 fb/Fb' = 0.47 Bending(-) fb = 665 Fb' = 789 fb/Fb' = 0.84 Deflection: Interior Live 0.21 = <L/999 0.92 = L/240 0.23 Total 0.48 = L/455 1.23 = L/180 .0.40 Cantil. Live. 0.01 = <L/999 0.11 = L/120 0.08 Total 0.02 = L/810 1 0.14 = L/90 0.11 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.100 1.00 1.15 1.00 1.00 - 6 Fb'- 875 1.15 1.00 1.00 0.620 1.100 1.00 1.15 1.00 1.00 - 2 Fcp' 425 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 7 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 7 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 409, V design = 379 lbs Bending(+) : LC #6 = D+S (pattern: ssS) , M = 1056 lbs-ft Bending(-) : LC #2 = D+S, M = 1185 lbs-ft Deflection: LC #7 = (live) LC #7 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 139e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.50 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1.WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2: Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. oFT r Town of Barnstable *Permit# ires 6 m i� s jr m issue date Regulatory Services ee + BARNSfABLE. v� 6 9 g Thomas F. Geiler,Director .Dr fD MPI A r Building Division Tom Perry,CBO, Building Commissioner 200'Main Street,Hyannis,MA 02601 Nwww.town.barnstable.ma.us - Office: 508-862-4 �al0 . Fax: 508-790-6230 PERMIT APPLICATION - RESIDENTIAL ONLY "� 1 Not VON without Red X-Press Imprint Map/parcel Number U Cf Property Address `�� r. C �G c"a�1 j. G(1 `e' Residential Value of Work r�0 �G Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address � C Contractor's Name �. '7<< t" o/ �t � r..•-.� Telephone Numbers � � v�37 Home Improvement Contractor License#(if applicable) l o� Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Chec ne:. I am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side / % v C /Yip .5, #of doors Replacement Windows/doors/sliders. U-Value - / (maximum .44)#of windows ZE *Where required: issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the a Improvement Contractors License&Construction Supervisors License is required. SIGNATURE: C QAWPFILESTORMS\building permit forms\EXPRESS.doq Revised 090809 J) CONTRACTORS WORK PERFORMED AT: TO: Sr— DATE YOUR WORK ORDER NO. OUR BID NO. 6fi 6 U c G✓/.�* ov S t r fr - S i�✓l �'i � o � r / A. Gt//�i d tv S r/ /.9G� Gc� �! lP�►c r All Material is guaranteed to be as specified, and the above work was performed in accordance with the drawings.and specifications provided for the above work and was completed in a substantial workmanlike manner for the agreed sum of Dollars($ � f 6 ). This is a ❑ Partial ❑ Full invoice due and payable by: Month Day Year in accordance with our ❑Agreement ❑ Proposal No. Dated _ Month _ � _ Year NC3822 XCONTRACTORS INV E 3 fA E t Town of Barnstable *Perrnit# �7� � - Bacpires 6.months from issue date :.. --:Regulatory Servi:ees _ ...Fee-.. -Geiler,Director ' -;-BUR Division m� ' . - --Tom Perry, Building Commissioner " .200 Main-Street,-Hyamnis,MA 02601. MAR � 4 LU�rj Office: 508-862-4038 _- •l-®VV� •508-79�0-6230' . .. �: .... _. 's• .... 0r- �fi���'t�!� is Fax: - ._.::•:..::..:. •••• � � .. _ :.� .� : .... . - EXP SS ERIGII'T'A PLICkTT.ON - 'MSTDENTL4L ONLY. Not Valid withoutRed X-Press Imprint Map/parcel Number property Address Work S G U ^ Minimum fee of$25.00 for work under$6000.00 ❑Residential Value of l ) SC Owner's Name&Address C 4- /vez Contractor's Name 7 T Telephone Number Home Improvement Contractor License#(if applicable) Constmction Supervisor's License#(if applicable) r 1 ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I ain the Homeowner I have Worker's Compensation-Insyranee T Insurance Company Name Pf Workmen's Comp.Policy# c, �-� `�-�/ �G� G l`7r — w C Copy of Insurance Compliance Certificate'must be on file. / / permitRequest(checkbox) e� �1..-. (f ®arils' �� r-p'#t� v. . 2f.f'❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) r ❑ Replacement Windows. U-Value (maximum.44) *Where required: Issuance of this pewit does not exempt compliance with other town deputnent regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Home rovement Contractors License is required. Signature Q:Forms:expmtrg Revs 463004 t Town of Barnstable Regulatory Services HARNST LE, ' Thomas F.Geiler,Director MASS. g `bp 1639. Buildin�r Division TED MA'I h b Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder C- CA&A-1- �- J , s Owner of the subject property hereby authorize — to act on my behalf, in all matters relative to work authorized by this building permit application for (address of lob) j� �� to . a ,Z 1'.�Xa- i- tatutener Date Print Name QTORMS:O WNERPERMISS ION TOWN OF BARNSTABLE 2b l.�s$ Permit No. ----------------------------- Building Inspector siarun Cash -------------------------—_-"- ' Ma)0 AV OCCUPANCY PERMIT Bond -------_--------- ' � Issued to ii3[l��+ll lu :e Address a3 Calves ?-:;ture Lane, babn trbl.e Wiring Inspector / ��! Inspection date~ Plumbing Inspector 1-4- Inspection date Gas Inspector v J . ) Inspection date � Engineering Department Inspection date°-} 4 Board of Health : �yyt. `' (,g Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. �, �G - ,-_ ............................... 19............ ...................................................................................................... ... Building Inspector 77 Assessor's mawand lot number'. — Q� Er BE Sewage Permit:number :.!�. ..1.<.. .... ..:../. �1.. ....^ � COMPLI PL7 Cc Q �r ►�A . _ li L 9TAD E, House. number ...... ............,............ WITH P 'op 391 ENV TOWN . OF rBARNSTABLE BUILOING1 INSPECTOR APPLICATION FOR PERMIT TO .....{.........Aik.•. ...........!:o .....�L....................................................................... TYPEOF CONSTRUCTION S . ................................................1.. .................... . ......... 1.l �...........� . .... ............19.9 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ........ �... ProposedUse .................. ......................................................................................................................... Zoning District ........................... ..........................................Fire District ...... a� `�'t7� �� ,,.........................I.......... Name of Owner ..P'!.r�.:..... `�M.!�Gl�.�.. .!'lGt �t.........Address .. .°�?C... lZ�....... Gt�!� 47r ..... �:......3Z�1�1 l Name of Builder �If ..................Address dX.. 4......W.A ( -Q Name of Architect G(g.Uit......Y.!!.�.�j,V.FiI!L�..............Address :z.0....�:. �LN rzr5�'!�1...5......'!��1!r��...V►'l� Number of Rooms ........................z....................................Foundation .......�.� Exlerior ..........r' fr......GGr.....CICI. .I,?.C?Gt� S..Roofing ...............(;... A.( ........................ 1 1 Floors .......�.1i.4C4.W..0..Q.�.}...,S.I.G, :1..........Interior ....................�.�4i:��.1.......................................... Heating �r.0 G..{.h.1:�-.... ..."�tw.Vlri Plumbing ............. ...................... ct! 5............................. I L Fireplace .........S\1.i.l 5. ` ....'� ......► 1.A............Approximate Cost,.•"!.....A�.S..1..Q�2.4............................... Definitive Plan Approved by Planning Board ________________________________19_______. Area .... `................. bCJ Diagram of Lot and Building with Dimensions Fee ........ ........................... SUBJECT TO APPROV L OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .. Ji.(..... ... .. ....!/ Construction Supervisor's License b.�S��4.� '' * CHASE, RANDALL -"- 25183 1 z StOty T} _� No .....iE.......... Permit for .................................... - _ Single. Family Dwelling ............................................................ z .... Location 58 Calves Pasture Lane ; .Ix Barnstable..... .. .. - ... . ...... .. .. Owner- Randall Chase = - Type of Construction Frame k Plot ... .. ..................... Lot ............................... , < 'March 21 84 Permit Granted I A ' ate of Ins ection . ....19 P _ Date Completed ..J. �-� ......19. �,- -',.�-. ,..:,,�_-,..Try-�,..----+�--;• .+'`---�..-,�.,•-,,,.. - ` � ! • • r•p. • ,'�1 �{/}} a . - v.. �! . Nr, � ^ /J ' •`\ ,... 1 � t LoT �`Z8 1 221 4 2`D,� i c f, �8 C d s `Pas I f 1 CEz7lF!&-Z PLo7- RZ4^,/ ZZW-47-10ry 1��9rzNSTAI3G�; MAss. PGA za-)Cr. QE/N C LoT ze SNo w•v an/ 1-4yvD 004,27-' 0 e 27 c&Zr/A)V r' EDP'! "-� .hoc.viceg97o.v Sht�e�vM msv T�li3 PLAT/ /,5 G'4Zou.va 4s -rNobva/ 6" Y t A14 .4awa T1 I9- it Lbnac'o,e.-rs ra,e�6. Diva S�,e%Lyon. 5 Y ABBREVIATIONS ' ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING 1AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE -Lpi, �0 I;1�T LE D CONIC CONCRETE HAZARDS PER ART. 690.17. DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY Q(sT 2 1 ZO13 (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY-RECOGNIZED TESTING GALV GALVANIZED LABORATORY SHALL LIST ALL EQUIPMENT IN G-ROW H GEC GROUNDING ELECTRODE CONDUCTOR COMPLIANCE WITH ART. 110.3. GND GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL HDG HOT DIPPED GALVANIZED COMPLY WITH ART. 250.97, 250.92(8) I CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR APPROVED Isc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). kW KILOWATT 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN NOV 13 2013 LBW LOAD BEARING WALL RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY MIN MINIMUM UL LISTING. arnstable (N) NEW 7. MODULE FRAMES SHALL BE GROUNDED AT THE ®id Kingn ot s H ghway NTS NOT TO SCALE UL-LISTED LOCATION PROVIDED BY THE Committee OC ON CENTER MANUFACTURER USING UL LISTED GROUNDING - PL PROPERTY LINE HARDWARE. P01 POINT OF INTERCONNECTION 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE PV PHOTOVOLTAIC BONDED WITH EQUIPMENT GROUND CONDUCTORS AND SCH SCHEDULE GROUNDED AT THE MAIN ELECTRIC PANEL. SS STAINLESS STEEL 9. THE DC GROUNDING ELECTRODE CONDUCTOR STC STANDARD TESTING CONDITIONS SHALL BE SIZED ACCORDING TO ART. 250.166(8) & TYP TYPICAL 690.47. UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT w warr VICINITY MAP INDEX 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 PROPERTY PLAN ' PV3 SITE PLAN PV4 STRUCTURAL VIEWS PV5 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV6 ELEVATION 1. THIS SYSTEM IS GRID-INTERTIED VIA A PV7 RENDERING GEN #168572 UL- PV8 RENDERING ELEC 1136 MR LISTED POWER-CONDITIONING INVERTER. PV9 THREE LINE DIAGRAM 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. Cutsheets Attached 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 4. ALL WORK 10 bL DUNE TO THE 8TH EDITION MODULE GROUNDING METHOD: SLEEKMOUNT OF THE MA STATE BUILDING CODE. 5. ALL ELECTRICAL WORK SHALL COMPLY WITH REV BY DATE COMMENTS AHJ: Barnstable THE 2011 NATIONAL ELECTRIC CODE INCLUDING REV NAME 10/14/201 COMMENTS MASSACHUSETTS AMENDMENTS. UTILITY: NSTAR Electric (Cambridge Electric Light) - 1 - * S ► �- CONFlDfNTIAL— THE INFORMATION HEREIN JOB NUNE€ft: J B-0 2 614 5 00 PREMISE OWNEk DESCRIPTION: DESIGN: \\, CONTAINED SHALL NOTCE USED FOR THE JR, RANDALL CHASE JR RESIDENCE Justin Martin SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Cam Mount Type C 58 CALVES PASTURE LN 7.105 KW PV Array h, PART TO OTHERS OUTSIDE THE RECIPIENT'S NaouLEs ' BARNSTABLE MA 02630 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St Martin Drive, Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (29) YINGLI # YL245P-29b PACE NAME SHEET. REV: DATE`_ Marlborough.MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE # SE6000A-US (508) 744-7295 COVER SHEET PV 1 10/14/2013 (888)-SOL-CITY(765-2489) www.sclarcitycom /\ RF,CA:d LVED 172'-8" OCT 212013 GROWTH MANAGE 3 —11 , 54'-4" 494'-1"/ 169' / ,� \\\, APPROVE® 259 —7 � _ — NOV 13 2013 'town of Barnstable Kin/ DRIVEW Y �R\�1EwP� .'n146 Old Committteeway '+ , 194 —3 RONT OF -- HOUNSE� / �c (E) PATIO Q� 601— „ o E HOUSE 89 —4 '� 219' 8'?\ 1 20' PROPERTY PLAN N Scale:1" = 70'-0' IN E �- - - - - �� 70' 140' 0 9 3 9 — 5 _9 3 s COIL THE INFORMATION HEREIN JOB NUMBER: JB-026145 00 PREMISE OWNER: DESCRIPTION: DESIGN:JR, RANDALL CHASE JR RESIDENCE F 'COISHA O NOT E USED FOR THE Justin MartinolarC� `BEFANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: YNOUT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 58 CALVES PASTURE LN 7.105 KW PV ArrayPAFHERS OUTSIDE THE RECIPIENI'SORON,EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02630 THEND USE OF THE RESPECTIVE 29 YINGLI YL245P-29b Martin Drive,Building 2,Unit 11 SOLQUIPMENT, WITHOUT 11IE WRn1EN MYfRTER: PAGE NAME DAIS 01752 636-102Marlborou8 F:A(650)638-1029 PEFOF SOLARaTY INC. SOLAREDGE sEs000A—us (508) 744-7295 PROPERTY PLAN PV 2 10/14/2013 aTr(765-2489) ,ww.solorcitycorn PITCH: 23 ARRAY PITCH:23 MP1 AZIMUTH:281 ARRAY AZIMUTH:281 MATERIAL: Comp Shingle STORY: 2 Stories PITCH:45 ARRAY PITCH:45 MP2 AZIMUTH:281 ARRAY AZIMUTH:281 `.� MATERIAL: Comp Shingle STORY: 2 Stories 58 Calves Pasture Ln OCT 21 Z013 PITCH:45 ARRAY PITCH:45 MP3 AZIMUTH: 145 ARRAY AZIMUTH: 145 G- OTTi 1t�1�I�T� 1�ET,� MATERIAL:.Comp Shingle STORY: 2 Stories PITCH:45 ARRAY PITCH:45 MP4 AZIMUTH:235 ARRAY AZIMUTH:235 MATERIAL: Comp Shingle STORY: 2 Stories Front Of House ` APPROVED NOV 13 Z013 Town of Barnstable Old King's Highway LEGEND Committee O A (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS B AjA DC © DC DISCONNECT & WARNING LABELS ® AC DISCONNECT & WARNING LABELS JUNCTION BOX AC ` - ® 14�hAIR Q DC COMBINER BOX & WARNING MASS UM1 CIVIL �' Q DISTRIBUTION PANEL & WARNING No. ... -555 0 lc LOAD CENTER & WARNING LABELS DEDICATED PV SYSTEM METER CONDUIT RUN ON EXTERIOR -- CONDUIT RUN ON INTERIOR — GATE/FENCE Digital y signed by Amir --- INTERIOR EQUIPMENT O Massoumi SITE PLAN Date: 2013.10.14 13:55:14 -07'00' 01, 16' 32' c, Coll- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 614 5 00 PREMISE OWNER: DESCRIPTION: DESIM: COI NOT USED FOR THE JR, RANDALL CHASE JR RESIDENCE Justin Martin EMIANYO ANYONE EXCEE PT SOLARCITY INC., MOUNTING SYSTEM: � ,solarCity. WIT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 58 CALVES PASTURE LN 7.105 KW PV Array PAIHERS OUTSIDE THE RECIPIENT'S ORIX EXCEPT IN CONNECTION MoouEEs BARNSTABLE, MA 02630 WITH THUVD USE OF THE RESPECTIVE 29 YINGLI YL245P-29b 2a St.Martin Drive, Building 2 Unit 11 SOEQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE: Marlborough,MA 01752 638-1029 PEIOF SOLARCITY INC. I""Qt1E"' 508 744-7295 PV 3 10 14 2013 T. SOL- 638-105- F. IsS w .sdoWi y. SOLAREDGE SE6000A-US SITE PLAN / / (eee)-soI—CITY(7ss-24:�) �r�rw.solarclty.c«n PCECEIVED (E) 2x6 AS—SO MI S 1 OCT 2 12013 C1.VIL .401 No. 1555 4" 5/12 PITCH C �O�1V MANAGEMENT X12 (E) LBW SIDE VIEW OF MP1 RAFTER: (E) 2x8 ® 16" O.C. A CEILING JOIST: (E) None ® 24" O.C. (E) LBW NTS MAX SPAN: 11'-7" MAX LANDSCAPE STANDOFF X—SPACING: 64" O.C. (STAGGERED) SIDE VIEW OF MP3 RAFTER: (E) 2x8 @ 24" D.C. C NTS CEILING JOIST: (E) None ® 24" O.C. RIDGE: (E) 2x8 RIDGE BOARD MAX SPAN: 6'-6" MAX LANDSCAPE STANDOFF X—SPACING: 72" O.C. (STAGGEF *ALL MEMBERS ARE TRUE* PV MODULE BOLT WITH LOCK INSTALLATION ORDER S2 FENDER WASHERS LOCATE LEVELING FOOT (1) LOCATION,AND DRILL PILOT HOLE APPROVED EP ARRAY SKIRT (6) HOLE. N O V 13 2013 (4) (2) SEAL PILOT HOLE WITH ' COMP MOUNT C POLYURETHANE SEALANT. 12/12 PITCH To n f Barnstable (3) INSERT FLASHING. r Shwae Committee ZEP FLASHING C (3) Y —2„ COMP. SHINGLE (4) PLACE MOUNT. (1) (E) LBW :) ROOF DECKING (2) INSTALL LAG BOLT WITH " DIA LAG BOLT LOWEST MODULE SUBSEQUENT MODULES) (5) SEALING WASHER. CBSIDE VIEW OF MP2 RAFTERCEILNG.JOIST: (E) 2x6 ® 16" O.C.(6 SEALING WASHER ) INSTALL L-EVELING FOOT WITH NTS RIDGE: (E) 2x10 RIDGE BOARD /2" EMBED, MIN) BOLT & WASHERS. MAX SPAN: 6'-2" (E) RAFTER MAX LANDSCAPE STANDOFF X—SPACING: 64" O.C. (STAGGERED) S3 STANDOFF COL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 614 5 00 PREMISE OWNER: DESCRIPTION: DESIGN: CO9iALL NOT E USED FOR THE —_ JR, RANDALL CHASE JR RESIDENCE Justin Martin F—t So�arCity�PANYONE EXCEPT SOLARg1Y INC., MOUNTING SYSTEM:NOIT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 58 CALVES PASTURE LN 7.105 KW PV ArrayORON,PAFHE S OUTSIDE THE ECTION T'SWIT MoanE- BARNSTABLE, MA 02630 4 Martin D� Building 2 UnIt,1 ORON, EXCEPT IN CONNECTION WITH THIND USE OF THE RESPECTIVE 29 YINGLI YL245P-29b PAGE NAME SHEET: REV DALE Mmiin Dri n,MA Building Z SOL"QUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650) 63lbom F. 017 638-1029 PEFOF soLARaTY INC. SOLAREDGE SE6000A—US (508) 744-7295 STRUCTURAL VIEWS PV 4 10/14/2013 (8N)-sa-CITY(765-2489) ,,ww.soI�itY.com AMIR A S OUMI CIVIL � RECEIVED S4 No?-5 $55 OCT 212013 4" PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. 12/12 PITCH (E) COMP. SHINGLE (4) PLACE MOUNT. (1) (E) ROOF DECKING (2) INSTALL LAG BOLT WITH ' 12'-11" 5/16" DIA LAG BOLT LOWEST MODULE SUBSEQUENT MODULES (5) SEALING WASHER. WITH SEALING WASHERINSTALL LEVELING FOOT WITH (E) LBW (E) LBW (2-1/2" EMBED, MIN) C(6)F BOLT & WASHERS. SIDE VIEW OF M P4 RAFTER: (E) 2x10 ® 16" O.C. (E) RAFTER D NTS CEILING JOIST: (E) 2x8 ® 16" O.C. STANDOFF ® � RIDGE: (E) 2x12 RIDGE BOARD APPROVED �/ �® MAX SPAN: 1R'-10" MAX LANDSCAPE STANDOFF X—SPACING: 64" O.C. (STAGGERED) NOV' 13 2013 MAX PORTRAIT STANDOFF X—SPACING: 48" O.C. (STAGGERED) 'town of Barnstable Old King's Highway Committee COIL— THE INFORMATION HEREIN JOB NUMBER: J B—0 2 614 5 00 PREMISE OWNER DESCRIPTION: DESm: COISHALL NOT BE USED FOR THE A RANDALL CHASE JR RESIDENCE �_ BEEANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: Justin Martin ����:SO�a�Clt NOUT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 58 CALVES PASTURE LN 7.105 KW PV Array y PAIHERS OUTSIDE THE RECIPIENTS Mrs BARNSTABLE, MA 02630 ORON,EXCEPT IN CONNECTION WITH 24 St Martin Drive, Building 2,Unit 11 THIND USE OF THE RESPECTIVE 29 YINGLI YL245P-29b PACE NAME: SHEET: REV: DATE Marlborough,MA 01752 SOEQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F. (650)638-1029 PEEOFSOLARCITYINC. SOLAREDGE SE6000A—US (508) 744-7295 STRUCTURAL VIEWS PV 5 10/14/2013 (666)-SOL-CITY(765-2489) www.sdaedy.corn OCT 21 Z013 0, 0 T1i 1j.ANAGEA/LENT T.O. CHIMNEY T.O. RIDGE T.O. ARRAY 12/12 ROOF 4" BETW. T.O. RIDGE PITCH ROOF AND ARRAY T.O. ARRAY 4" BETW. 4/12 ROOF 34'-2" ROOF AND PITCH ARRAY E= 28'-s' 29'-3" 22'-1 21'-3' A /\ 12/12 POOH o ❑❑❑ ❑❑❑ ❑❑❑ T.O. GRADE T.O. GRADE E1 ELEVATION VIEW BACK APPROVED Scale: 1/8"-1'-0" NOV 1 3 2013 Town of BarnScahle Old King's Highway Committee CON J B-0 2 614 5 00 PREMISE OWNER DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HERON JOB NUMBER: F24 CONTAI O SHALL NOT E USED FOR THE JR, RANDALL CHASE JR RESIDENCE Justin Martin ,;So�arCityBENEFlT OF ANYONE EXCEPT SOLARgTY INC., MOUNRNC SYSTEM: �:NOR SHALL IT BE DISgOSED IN WHOLE OR IN Comp Mount Type C 58 CALVES PASTURE LN 7.105 KW PV ArrayPART TO OTHERS OUTSIDE THE RECIPIENTSMoouLEs BARNSTABLE, MA 02630ORGANIZATION, EXCEPT IN CONNECTION WITHTHE SALE AND USE OF THE RESPECTIVE 29 YINGLI YL245P-29b SL Martln Drl�, Binding 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN Q PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARCiTY INC. INVERTER. 508 744-7295 PV 6 10 14 2013SOLO)ITY(765— F: (OLO)638-10y9 SOLAREDGE SE6000A—US ( � ELEVATION � � sal-an(76s-zags) www.solarcity.com * i f APPROVED .� NOV 13 Z013 Town ofi Barnstable a Old King's Highway Committee _ .1 Y_�� i .A OCT 21 2013 , 4 a BACK OF HOUSE VIEW (WEST) NUM CONFIDENTIAL— THE INFORMATION HERON J B-0 2 614 5 00 PREMISE OWNER DESMPTION: DESIGN: JOB E�R: �\�!a CONTAINED SHALL NOT BE USED FOR THE JR, RANDALL CHASE JR RESIDENCE Justin Martin �:,;So�arCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR MALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 58 CALVES PASTURE LN 7.105 KW PV Array PART TO OTHERS OUTSIDE THE RECIPIENT S c M A 02f 30 ORGANIZATION, EXCEPT IN CONNECTION WITH MODUIESs BARNSTABLE, 24 SL Martin Drive, Building z Unit 11 THE SALE AND USE OF THE RESPECTIVE (29) YINGLI # YL245P-29b REV PAGE NAME SHEET: R DATE`_ Marlborough,MA 01752 SOLARCITY EQUIPMENT, VATHOUT THE WRITTEN INVERTER: PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A-US (508) 744-7295 RENDERING PV 7 10 14 2013 T. SOL_ Ty(765- F: (65 w 638-1029 (888)-SQL-CITY 765-2489) www.sdaraty.com APPROVED NOV 13 2013 Town of Barnstable ®Id King's Highway ��, Co ittee OCT 21 2013 G,OWTI MANAGE1 -EN1, AA F - Y ' ` 4 i r t _ } f BACK OF HOUSE VIEW ( SOUTH) JB-026145 00 PREMISE OWNER DESCRIPTION: DESIGN: CONFIDENTIAL A THE INFORMATION HEREIN JOB NUMBER: ' ,Nk- OI���I�� CONTAINED SHALL NOT BE USED FOR THE _ JR RANDALL CHASE JR RESIDENCE Justin Martin BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �4: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount T e C 58 CALVES PASTURE LN 7.105 KW PV Array PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: BARNSFABLE, MA 02630 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 SL Martin Drive, Building 2 Unit 11 THE SALE AND USE OF THE RESPECTIVE (29) YINGLI # YL245P-29b PAGE NAME SHEET- IiEW DAIS Maribarough,MA 01752 SOLARgTY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1D28 F.- (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE # SE6000A—US (508) 744-7295 RENDERING PV 8 lo/14/2013 (888)—SOL—CITY(765-2489) www.solarcity.corr, GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BQ #8 GEC TO (E) GROUND ROD Panel Number:SO D Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE ## SE6000A-US LABEL: A -(29)YINGLI # YL245P-29b GEN #168572 lEL WITH IRREVERSIBLE CRIMP Meter Number:305 153 777 Inverter; 60dOW, 240V, 97.59ra w/ZB; SE1000-ZB02-SLV-NA PV Module; 245W, 221.6W PTC, H4, 46mm, Black Frame, YGE-Z 60, ZEP Enabled ELEC 1136 MR INV 2 Voc: 37.8 Vpmax: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER 200A MAIN SERVICE PANEL VYNCKIER 200/2P MAIN CIRCUIT BREAKER Inverter 1 SolarCity # 4 STRING TERMINAL BOX (E) WIRING SOLARGUARD CUTLER-HAMMER METER 5 SOLAREDGE 4 A i �+ 200A/2P Disconnect 1 String(s)Of 13 On MP 4 SE6000A-US (E) LOADS B C I _ EGC L1zaov F------------------------ -------- - ---------------- ----� L2 GFP/GFCI QC+ I N DC- I 3 2 35A/2P A GNp _ ------------------------- -GPEC -- N p' 1 Strings)Of 160n MP _ EGC I I N 1 EGGGEC - Z Z I p �,Z,�,Cn WE �/ --- GEC AP " A @ r- y �� ® /240V PHASE I 1 GER`"CE I 1 N0V� 13 Z013 OCT 21 Z013 I 1 I I _ Town of Bausl tiwa r Old King's HI9'.' ._Y C,'WW 1 H AT/fAT\TAGE 1EI T Committee WMAX VOC AT MIN TEMP P((1)SQUARE D Q 235 PV BACKFEED BREAKER �j (1)CUTLER-HAMMER/DG222URB /� A (1)VYNCKIER 303861 Breaker A�2P, 2 Spaces Plug-an v Disconnect; 60A, 240Vac,Non-Fusible, NEMA 3R /-� SdorCity/4 STRING TERMINAL BOX; 2x2 STRINGS, UNFUSED, GROUNDEDDC (1)Ground Rod; 5 8' x 8', Copper PV BACKFEED BREAKER -0)CUTLER- AMMER DG10ONB -(2)ZEP 850-1196-001 p Ground�leutral �t; 60-100A General Duty(OG) `, Can iner Box Bracket; For mounting combiner boxes on Zep, bottom mount only C SdarGuard Monitoring System P V (29)Sp��GE 250W H4 LDCAto4DC,2ZEP,ETL Listed 1 AWG 18, THWN-2, Black 1 AWG#10, THWN-2, Black Voc* =500 VDC Isc =15 ADC 2 AWG #10, PV WIRE, Block Voc* =500 VDC Isc =15 ADC O (1)AWG /8, THWN-2, Red f S J (1)AWG#10, THWN-2, Red Vmp =350 VDC Imp=11.05 ADC O (1)AWG #10, Solid Bare Capper EGC Vmp =350 VDC Imp=8.98 ADC �f11....(1)AWG #10, THWM-2, Mite NEUTRAL Vmp =240 VAC Imp=25 AAC 1)AWG#10, 1HWN-2,_Green. . EGC. . . , (1)Conduit.Kit.3%4` (1)AWG #8,.THRN-2,,Green , , EGC/GEC.-(1)Conduit.Kit;.3/4�EMT., . . ,_ .._ . (1)AWG 010, THWW-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG ;10, PV W1RE, Black Voc* =500 VDC Isc =15 ADC ® (1)AWG#10, THWN-2, Red Vmp =350 VDC Imp=8.98 ADC O (1)AWG #10, Solid Bare Capper EGC Vmp =350 VDC Imp=11.05 ADC (1)AWG#10, 1HWN-2,.Green. _ EGC.. . -(1)Conduit Kit;.3/4'PVC,.Schr 40. . . . LJ . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . .. . . . . . . . . .. . . . .. . . .. . . . . . ... . . JOB NUMBER: J B-0 2 614 5 0 0 PREMISE OWNM. DESCRIPIN: DESIGN: COU.- THE INFORMATION HEREIN \\}p COISHALL NOT BE USED FOR THE JR, RANDALL CHASE JR RESIDENCE Justin Martin „SolarCity. BEIANYONEEXCEPT SOLARCITY INC., MOONING SYSTEM: A i�: PNOIT AIHERE DISCLOSED I R O ENOOR IN Comp Mount Type C 58 CALVES PASTURE LN 7.105 KW PV Array OUTSIOR,)N,EXCEPT IN CONNECTION WITH MODULES BARNSTABLE, MA 02630 THIND USE OF THE RESPECTIVE 29 Y1NGLI YL245P-29b 24 St Martin roughDrive,Building 2, Unit 11 1752 SOEQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV DATE Marlborough,MA 50) PEIOF SOLMCITY INC. I"OLA 508 744-7295 PV 9 10 14 2013 r: (650)636-1026 F:)6so>636-1029 SOLAREDGE SE6000A-US � � THREE LINE DIAGRAM / / (eeersa-aTY �s5-2a89 .,w..solaraity.aam ELECTRICAL CALCULATIONS Hardware City Model Voltage Drop Calculations Module: 29 1 Yin li YL245-29b YGE-Z Vdrop= (Imp) * (2*Length) * (Resistance) /(Vmp) DC Converter: 29 1 SolarEd e OP250-LV Inv Power DC W PTC DC W STC Inverter A Imp(A) Max.Length(ft) Wire Inverter A: 11 SE6000A-US 240 -w Zi Bee 6000 16265.74 7105 Input: 8.11 1 40 AWG_10 Inverter B: Vdrop= (8.11 1 80 1 0.00124 Ohms) 444.0608 0.25 6000 16265.74 1 7105 Inverter Imp(A) Max.Length(ft) Wire Output: 11.05 50 AWG Vdrop= ( 11.05 * 100 *0.00124 1 Ohms) 444.0608 0.31 Inverter A Stringing Inverter B Stringing Comb. Drop Imp(A) Max.Length(ft) Wire String 1: 16 Modules String 1: Modules 8.98 20 1 AWG_8 String 2:1 13 1 Modules String 2: F:=]Modules Vdrop= (8.98 1 40 1 0.00078 1 Ohms)I 0.11674 0 Photovoltaic Module Electrical Specifications: Photovoltaic Source Circuit Modules to PowerBox Voltage Drop Calculations °F °C Yin li YL245-29b YGE-Z Voc at Min Temp= 42.91 V Record Low Temp: 3 -16 Power(STC)= 245 W Voc= 37.8 V Max Average High Temp: 78 26 Power(PTC)= 221.6 W Vmp= 37.8 V. Voc= 37.8 V Vmp at Max Temp= 27.75 V ,�� "T1� Vmp= 8.63 V Isc= 8.11 A P `•� ® �,.�a't✓I W D Isc= 8.63 A Imp= 8.11 A T occ= 082474 V/deg C Icont= 10.79 A OCT 21 Z013 Tvmp= 0.1359 V/deg C AWG 12 Table 310.15(B)(16) NOV a Z01� Tisc= 5.178 mA/deg C Ampacity= 30 > 13.48 A Corrected Ampacity= 17.40 A > 10.79 A �Wn Of�Z'tt5'�r l MT �Ia T���I�AGEIifEl�TT Id King's hiiyh�nay Temperature Derate= 0.58 Committee Conduit Fill Derate= 1 DC Converter Electrical Specifications: Inverter A Input Circuit 1 (PowerBox to String Combiner) Inverter A Input Circuit 2(String Combiner to Inverter) SolarEd a OP250-LV String 1 Power= 250 W Vmax= 500 500 V Wire Length 40 Vmax= 500 V Wire Length 50 Efficiency Facto- 0.987 Vmp= 350 350 V Vmp= 350 V Vmin_input= 5 V Imax= 15 15 A Imax= 30.00 A Vmax_input= 60 V Imp= 6.77 6.77 A Imp= 13.54 A Imax_input= 10 A Vmax_output= 500 V AWG 10 90°C:Table 310.15(B)(16) 90 C:Table 310.16 Imax_output= 15 A Ampacity= 40 > 15 A Ampacity= > A Corrected Ampacity= 23.20 A > F15 A Corrected Ampacity= A > A Temperature Derate= 0.58 Temperature Derate= Conduit Fill Derate= 1 Conduit Fill Derate= OCP= 20 A OCP= A DC Converter Electrical S ecifications: Inverter A Output Circuit Combined Inverter Output Circuit SE6000A-US(240V)-w ZigBee Service Voltage= 240 V Service Voltage= 240 V Power- 6000 W Icont= 15 A Wire Length 20 Icont= A Wire Leng h Vmp_input= 350 V Vmax_input= 500 V AWG_8 90°C:Table 310.15(B)(16) 90 C:Table 310.16 Imax_input= 20 A Ampacity= 55 > 18.75 A Ampacity= > A Vmax_output= 240 V =Service Voltage Corrected Ampacity= 50.05 A > 15 A Corrected Ampacity= A > A Imax_output= 15 A =lcont Temperature Derate= 0.91 Temperature Derate= Conduit Fill Derate= 1 Conduit Fill Derate= OCP=I 35 A OCP= A CON J B-0 2 614 5 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: Justin Martin F24 � CONTAINED SHALL NOT E USED FOR THE JR, RANDALL CHASE JR RESIDENCE ;SO�dfC�tBENEFlT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: arY NOR MALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 58 CALVES PASTURE LN 7.105 KW PV ArrayPART TO OTHERS OUTSIDE THE RECIPIENT'SNOODLES: BARNSTABLE, MA 02630THESALEAND USE F ITTHE RRESPECTIIVE�TM 29 Y%GLI YL245P-29b ll St Martin Drive,Building Z Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN tt PAGE NAME: SHEET: REV: DATE: Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. I"OLA 508 744-7295 PV 10 10 14 2013 (8m) (sa�CI Ys(765a24ssjs5ww���o2s� SOLAREDGE sEs000A-us � ) ELECTRICAL CALCULATIONS / / CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: INVERTER dt 1 C,EIVED DC DISCONNECT OCT 21 2013 SOLAR C. 0WT111 i w&I\TAGE-MEi,TT PHOTOVOLTAIC ON ROOF APpFjOVED NOV 13 2013 UTILITY Town of�arnstabie SERVICE Old Kings Highway Committee PHOTOVOLTAIC BACK—FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS A/C DISCONNECT PER NEC 690.17 J B-0 2 614 5 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL THE INFORMATION HERON J OB \\\ CONTAINED SHALL NOT BE USED FOR THE JR, RANDALL CHASE JR RESIDENCE Justin Martin .,,,So�a�City BENEFIT OF ANYONE EXCEPT SOLARCITY INC., STEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR INMount Type C 58 CALVES PASTURE LN 7.105 KW PV Array PART TO OTHERS OUTSIDE THE RECIPIENT'S BARNSTABLE MA 02630 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 SL Martin Drive, Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE NGLI # YL245P-29b PAGE NAME SHEET- REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN T: (650)638-1028 R (650)638-1029 PERMISSION OF SOLARCnY INC. DGE sEs000A-us (508) 744-7295 SITE PLAN PLACARD PV 11 10/14/2013 (86e)-saL-aTY(,65-248g) �...�Iar�;tL solar=oo t All our inverters are part of SolarEdge's innovative system - over 97% efficiency and best-in-class reliability. Our fixed- designed to provide superior performance at a competitive voltage technology ensures the inverter is always working at its Mum price. The SolarEdge inverter combines a sophisticated, optimal input voltage,regardless of the number of modules or digital control technology and a one stage,ultra-efficient power environmental conditions. 4 conversion architecture to achieve superior performance AM& �L�.l� 0Wo � TECHNICAL DATA a - SE3000A-US SE3800A-US SE5000A-US SE6000A-US SE7000A-US • �� IJLM1JW�� 520E@208V 520E@208V Rated AC Power Output 3000 3800 5000 6000@240V 6000@240V W 6000@277V 7000@277V 5200@208V 5200CD208V Max.AC Power Output 300E 380E 500E 6000P240V 6000CD240V W 60000277V 700E@277V ,�, • - AC Output Voltage Min.-Nom:Max. 183-208-229/211-240-264 183-208-229/211-240-264 /244-277-294 Vac i +,. +T '' "•' _ >1a 59.3-60-60.5 Hz r�i r, r.hJ • . .�� �. I .+°. AC Frequency Min.Nom.-Max. z, '�•• > /'.: �' - [� ' Max.Continuous Output Current @208V 1 14.5 18.5 1 24 25 25 A t +� � '� .'!+� e.;..,. q � `✓ � � �� #��. Max.Continuous Output Current @240V 12.5 16 21 25 25 A - ,• 1� I - - 85 A CY'� �. r,. .ter +` Max.Continuous Output Current @277V 1 _s u 22 25 '�+ .M 3. x.� GFDI O -- j; - _ x�-- - . '- -•t - - Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes 1 CV i't is%.. -."', ,wF�`' .fit.,. `•s' .l"`'iF L A 2_ �4 �+.'y,t�4 ^`r +- Recommended Max.DC Power*(STC) 375E 475E 625E 750E 875E W _ '� '`� y Y s Transformer-less,Ungrounded Yes Max.Input Voltage 500 Vdc ti Nom.DC Input Voltage 325 Ca208V/350 @ 240V/400 @ 277V Vdc Max.Input Current 10 12.5 16 18 18.5 Adc I - '•'Q 1 •� � - `� yes r Reverse-Polarity Protection YesYa r-- '', Ground-Fault Isolation Detection 600kQ Sensitivity �. -...' Maximum Inverter Efficiency 97.8 97.7 98.3 1 98.3 1 98.3 % 97.5@ 208V, 240V 97 @ 208V/97. / CEC Weighted Efficiency 97.5 5@ 240V 97.5@ 240V /98 @ 277V 98 @ 277V �0 A 4' Nighttime Power Consumption c 2.5 W rp• `" '+ ,, _ ,� Supported Communication Interfaces RS485,RS232,Ethernet,Zigbee(optional) Safety UL1741,IEC-62103(EN50178),IEC-62109 Grid Connection Standards Utility-Interactive,VDE 0126-1-1,AS-4777,RD-1663,DK 5940,IEEE1547 Emissions FCC part15 class B,IEC61000-6-2,IEC61000-6-3,IEC61000-3-11,IEC61000-3-12 ROHS Yes The only inverters specially designed for distributed DC architecture AC Output 3/4"Conduit a Superior efficiency(97.5%) DC Input 3/4"Conduit a Dimensions(HxWxD) 21 x 12.5 x 7/ 21 x 12.5 x 7.5/540 x 315 x 191 in/mm a Small,lightweight and easy to install on provided bracket i 540 x 315 x 172 6V__" 2530.5x12.5x7a Built-in module-level monitoringR""`yDimensions with AC/DC Switch(HxWxD) 775 x 315 x 172 30.5 x 12.5 x 7.5/775 x 315 x 191 in/mm a Communication t0 IDternet via Ethernet Or Wireless �'°"'"�'Y Weight 42/19 45/20.5 lb/kg Weight with AC/DC Switch 48.5/22 52/23.5 Ib/kg Couling Natural Convection a Outdoor and indoor installation :a Min:Max.Operating Temperature Range -4/-20(CAN version-40/-40)to+140/+60 'F/-C Io Integral AC/DC Switch Protection Rating NEMA 3R Th er input Dc power may be installed:enCAN N,a e p eligible m,the. 'The fov min.Pa nning m rs are available(CAN PNs are eligible for the Onladp FIT and micro S, 9,1.r!SPEC " 277V. I.min.tin m rnptemp AC:SEGO OO"S,SEZIOOOA E6 00"S.SEMOO SE7 SESOOOALS,SE6000A{15,SE]DOOA-US '+q - 2]]V,min.operating temp-0np 40:AOC:SE300 SE6 AN,S.SE]OOOAUS 208/240V,min,ung m ng AOF/-0O:SE50 SE3000AU,SE60 SE OO"SCAN. AN.SVO SESOOOAl/SCAN,SE6000ALSCAN 2]]V.min operating temp-0OF/-0OC:SE50000.USLAN,SE6000A{/SCAN.SE7000ALSCAN a USA a Germany a Italy a France a Japan a China a Israel solar-..: architects of energy- www.solaredge.com arc,,Edgeealsofenergy'• ®SolarEtlge Technologies.Inc.20042012.Al rights reservetl.SOLAREDGE,the SolarEdge logo,ARCHITECTS OF ENERGY end OPTIMISED BY SOLAAEDGE ere tretlemarks or registered tmtlemerks of SolarEdge Technologies,Inc.All ,Me,trademarks menimmed herein are lmdemarks of their respective owners.Dale:06/2012.V.03.Subject to change without notice. osolar o `�a ' 0P250—LV 0P300-MV r 0 I + ,�,, 0 0P400-EV 0P400-MV HIGHLIGHTS a Module level MPPT-optimizes each module independently a Lower installation costs with faster design, less wiring, DC a Dynamically tracks the global maximum operating point for both disconnects and fuses modules and PV inverter o Easy and flexible installation-use the same installation methods u a Module-level monitoring for automatic module and string level as exist today ( I O I fault detection allowing easy maintenance a Allows parallel uneven length strings and multi-faceted a Electric arc detection-reduces fire hazards installations • ' , 0 a Unprecedented installerand firefighter safety mode-safe module a Allows connection of different module types simplifying inventory voltage when inverter is disconnected or off considerations a Connection of one or more modules to each power optimizer n Immediate installation feedback for quick commissioning TECHNICAL DATA i 0P250 LV 0P300 MV/0P400-MV 0P400-EV(Q4 2011) $y, qe Rated Input DC power 250 300/400 400 W Absolute Maximum Input Voltage(Voc) 55 75 125 Vdc MPPT Operating Range 5-55 5-75 60-125 Vdc <s_=.i_•. C� Maximum Input Current 10 10 5.5 Adc Reverse-Polarity Protection Yes Maximum Efficiency 99.5 European Weighted Efficiency 98.8 % CEC Weighted Efficiency 98.7 % Inductive Lightning Protection ction 1 m/ft _ s, °• _ Overvoltage CategoryOUTPUT DURING OPERATION(POWER OPTIMIZER,CONNECTED�T.O.OP,ERATING INVERTER) VAT er Maximum Output Current 15 Adc C'7 T •+ - *, - + a-; �, Operating Output Voltage 5-60 Vdc O�J L Total Maximum String Voltage(Controlled by 500 Vdc C�j Inverter)-US and EU 1-ph T� }•` •'. �� a ```, ��' *k t Total Maximum String Voltage(Controlled by 950 Vdc N I Inverter)-EU 3-phV. U OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED-FROM INVERTER OR INVERTER OFF) PI, $" I Safety Output Voltage per Power Optimizer I c PV SYSTEM DESIGNvy Minimum Number of Power Optimizers per,► 8(1-ph system)/16(3 ph system) � ��-� '" .- � • �`: .' •. Y String(1 or More Modules per power optimizer) A superior approach to maximizing the throughput of photovoltaic Maximum Number of Power Optimizers per Module power dependent;typically 20-25(1-ph system) / String(1 or More Modules per power optimizer) 45-50(3-ph system) systems using module embedded electronics Parallel Strings of Different Lengths or Yes Orientations ,STANr••r COMPLIANCE o Up to 25%increase in power output EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 o Superior efficiency(99.5%)-peak performance in both mismatched and unshaded conditions Safety IEC-62103(class II safety),UL1741 io Flexible system design for maximum space utilization Material UL-94(5-VA),UV Resistant RoHS Yes o Next generation maintenance with module level monitoring and smart alerts ANSTALLATION SPECIFICATIONS o Unprecedented installer and firefighter safety Dimensions(WxLxH) 120x130x37/4.72x5.11x1.45 mm/in :arm ti cw• Weight 450/1.0 gr/lb E WSRa H e, Output PV Wire 0.95 m/3 ft length;6 mm2;MC4 Input Connector MC4/Tyco/H+S/Amphenol-H4 Operating Temperature Range -40-+65/-40-+150 •C/OF o The most cost effective solution for residential,commercial and Protection Rating IP65/NEMA 4 large field installations Relative Humidity 0-100 % USA 900 Golden Gate Terrace,Suite E,Grass Valley CA 95945,USA c�in�� C solar-.9 Germany Bretonischer Ring 18,85630 Grasbrunn(Munich),Germany ll\\FF!1!I1IJJii1I ` Japan B-9 Ariake Frontier Building,3-7-26 Ariake,Koto-Ku,Tokyo 135-0063,Japan architects of energy- Israel 6 HeHarash St.PO.Box 7349,Neve Neeman,Hod Hasharon 45240,Israel www.solaredge.com ®SolarEdge Technologies,Inc.2009-2011.All rights reserved.SOLAREDGE,the SolarEdge logo,ARCHITECTS OF ENERGY and OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of architects of energy- SolarEdge Technologies,Inc.All other trademarks mentioned herein are trademarks of their respective owners.Date:09/2011.Subject to change without notice. SolarCity SleekMountTM - Comp SolarCity SleekMountTM - Comp The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed .: Installation Instructions is optimized to achieve superior strength and Zep CompatibleTM modules , aesthetics while minimizing roof disruption and 10 Drill Pilot Hole of Proper Diameter for •Interlock and grounding devices in system UL labor.The elimination of visible rail ends and listed to UL 2703 - Fastener Size Per NDS Section 1.1.3.2 mounting clamps,combined with the addition Seal pilot hole with roofing sealant of array trim and a lower profile all contribute •Interlock and Ground Zep ETL listed to UL 1703 '� C to a more visually appealing system.SleekMount as"Grounding and Bonding System" ©3 Insert Comp Mount flashing under upper utilizes Zep Compatible TM modules with •Ground Zep UL and ETL listed to UL 467 as layer of shingle strengthened frames that attach directly to grounding device ® Place Comp Mount centered Zep Solar standoffs, effectively eliminating the need for rail and reducing the number of •Painted galvanized waterproof flashing upon flashing standoffs required. In addition, composition .Anodized components for corrosion resistance O Install lag pursuant to NDS Section 11.1.3 shingles are not required to be cut for this with sealing washer. system,allowing for minimal roof disturbance. •Applicable for vent spanning functions ' © Secure Leveling Foot to the Comp Mount using machine Screw �i O7 Place module O Components ® OA 5/16"Machine Screw B © Leveling Foot ® ECEIVED © Lag Screw w a� O Comp Mount ; '` � 212013 © Q Comp Mount Flashing �ohl'Ll�y® January ti�DE ETA Ul LISTED //�SolarCi � Janua 2013 A�MPP ® January 2013 >� r YL250P-29b ® qV.YGE - Z 60 YL245P-296 YGE _ Z 6® CELL SERIES Powered by YINGI.I CELL SERIES YL240P-29b YIN GLI SOLAR YL235P-29b ELECTRICAL PERFORMANCE YL230P-29b U.S.Soccer Powered by Yingli Solar ' .M.--d. I ty ,_. __- GENERAL CHARACTERISTICS L24P. -r4 -296 i L235P-_-_YL230P-29bDimensions(L/W/H) 64.96 in(1650mm)/38.98n( 0 mm) _Power output T 245_ 240 II 235 1 230 1.81 in(46 tu ) / Power output tolerances I cP...1 W -045 Weight I 45.2 lbs(20.5 kg) • Ideal for residential Moduleeficiency_- I'l- % 15.3 15.0 14.7 1 14.4 j 14.1 Voltage at PR... ,I V-P Ii 30.4 30.2 29.5 and commercial applications where cost savings, Curr@ntatP.... Il ImPP I 8.24 8-„ 8.t4 8.54 8.80 PACKAGING SPECIFICATIONS installation time, and aesthetics matter most. Open-circuit voltage V.. 38.4 37.6 37.5 37.0 ¢ 37.0 Number of modules per pallet 22 Short-circuit current I.. 8.79 8.63 8.65 it 8.54 8.40 Number of pallets per 53'container 36 STC:1000W/m'irradiance,25'C cell temperature,AM1.5g spectrum according to IN 60904-3 v- • Average relative efficiency reduction of 5.011 a1200W/m'according to IN 60904-1 Packaging box dimensions(L/W/H) 67 in n700 mm)145 in M0150 mm)/ i 47 in(1190 mm) 1 Lower balance-of-system costs with Zep _ •.�- • Boz weight 1076 Ibs(488 kg) Compatible'"frame. Power output P...I_ W V 181.1 177.9 `174.3 II 170.7 � 167.0 J-- ►Reduce on-roof labor costs by more than 25%. Voltage at P.,.. i m PP v 27.6 27.2 26.6 26.6 26.6 ) Units:inch(tutu Current at P. j I A 6.56 6.54 6.56 6.42 6.29 ►Leverage the built-in grounding system- 38.98 990 if it's mounted,it's grounded. Open-circuit voltage V.. v 3s.a ,v 34.2 A 92 p 6 81 �• Short-circuit current I.. I A 7.12 6.99 7.01 tr 6.92 6.81 36.85 936 1.81(46) ►Lower your parts count-eliminate rails,screws, mounting clips,and grounding hardware. NOCT:ope-inuit module operation temperature at 800W/m2inadiance,20"Cambient tempemt,re,1 m/swindspeed vi THERMAL CHARACTERISTICS 1 Design and permit projects easily with access Nominal operating cell temperature NOCT; C 46+/.2 I to layout calculator and stamped drawings. - Temperature coefficient of P.,.. -0.45 • - • O O Temperature coefficient of V. 6v- i°'d°C -0.33 across Lower installation costs with savingsTemperature coefficient of I.. f Y✓C 0.06 G eroundingholes ► \ o'" i .6-0.236(6) 2 - equipmentandlabor. Temperature coefficientof _P pv 11_c' -0.45 ►Minimize roof penetrations while maintaining the system's structural integrity. OPERATING CONDITIONS ►Invest in an attractive solar array that includes Max.system voltage 600Voc Mounting holes - 4-0.256x0.315(6.5x8) a black frame,low mounting profile,and • Max.series fuse rating 15A I aesthetic array skirt. limiting reversecurr ant 15A �1 Drainage holes ► 8 OJ 2x0.315(3x8) Increase energy output with flexible module Operating temperature ran -40 to 1946F(-40 to 90•C) w layouts(portrait or landscape). ® ZEP COMPATIBLE Max.static load,front(e.g.,snow and wind) 50 psf(2400 Pa) "----`` 3.94(100) 1 Trust in the reliability and theft-resistance of g.,wind) 50 Psf(2400 Pa) 1 U.47(12) O Max.static load,back(e. C ��_- � (Q� the Zep Compatible"system. Leading limited power warranty'ensures Hailstone impact 1 in(25 mm)at 51 mph(23 m/s) � C`I 91.2%of rated power for 10 years,and 80.7% 1 - ------ r r f of rated Power for 25 years. - % l t1 '' CONSTRUCTION MATERIALS N 1 � [e] -----' - SECTIO AC SOLUTION OPTION Front cov N C{ er(material/type/thickness) Low-iron glass/tempered/3.2 mm it The YGE-Z Series is now available as 10-year limited productwarranty. Glass may have anti-re8etve coating anEnphaseEnergized'"ACSolution. Cell(quantity/materiaVtype/dimensions/ 60/polysilicon/multicrystalline/ enphase _----_--. ------,._i area/#of busbars) I-mm x I-mm/243.3 cm'/2 or 3 This solution delivers optimum '- • performance and integrated intelligence. In compliance with our warranty terms and conditions. Encapsulant(material) Ethylene vinyl acetate(EVA) 1_38(35) The En phase M215-Z Zep Compatible Microinverter Frame(material/color) Anodized aluminum alloy/black //L�\ Op� P P P Q Warning:Read the Installation and User Manual in its entirety Pei is designed to connect directly into the Z Series module • •� Junction box(protection degree) >IP65 before handling,installing,and operating Yingli modules. groove,eliminating the need for tools or fasteners- Cable(type/I ngth/gauge/outside diameter) PV Wire/43.31 in(1100 mm)/12 AWG/0.244 in(6.2 mm) all with one easy step. UL 1703 and ULC 1703,CEC,FSEC,ISO 9001:2008, Plug connector Amphenol/H4/IP68 Our Partners ISO 14001:2004,BS OHSAS 18001:2007,SA8000 (manufacturer/type/protection degree) �,•' +� a,�g� ! The specifications in this datasheet are not guaranteed and are subject to change without prior notice. C uL BS '`•Q„ CERT•' 4& M This datasheet complies with EN 50380:2003 requirements. .�. in Intelh ent real-time LISTED t) 9 t aova�a�c oo .I , "--- mom[onng at the system I� 4400 p and module level with - --- ----- -------- -'-- A-- -Ivan Enlighten. Yingli Green Energy Americas,Inc. info@yingliamericas.com Tel:+1 (888)686-8820 YINGL 'SOLAR YINGLISOLAR.COM/US NYSE:YGE Y 1 N G L I S O L A R.C O M/U S Yingli Americas ®Yingli Green Energy Holding Co.Ltd. I YGEZ60CellSeries2012-EN_201206 VOI U.S.Soccer Powered by Yingli Solar �� I